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Home My WebLink AboutSR 1660 and SR 1662 (8)NC-DOT Project Services Unit Preliminary Estimate Section August 28, 2006 Revised Copy Memo To: Liz Kovasckitz, AICP Mulkey Engineers & Consultants From: Doug Lane Preliminary Estimate Engineer Subject: Preliminary Construction Alternatives for the New Connector between SR 1660 and SR 1662 just South of US 441 in Franklin, TIP Project R-4748, Macon County. ALTERNATE LENGTH CONSTR.COST Miles A 1.41 $6,700,000. A Roundabout 1.41 $6,400,000 Option B 1.47 $8,100,000 B Roundabout 1.47 $7,900,000 Option C 1.32 $7,400,000 C Roundabout 1.32 $7,200,000 Option D 0.68 $4,600,000 Note: Right-of-Way and R/W Utility Cost are not included in above costs. cc: Undrea Major James Bridges Tim Jordan Gary Covering, PE North Carolina Department of Transportation Preliminary Estimate TIP No. R-4748 ALTA County: Macon Route New Location From Between SR 1660 (Siler Road) And SR 1662 (Wiley Brown Road) CONSTR. COST Typical Section New Location 2-Lane w/ 4' Paved Shoulder $6,700,000 Priced By: Doug Lane 8/21/06 Revised Quantities Only Requested By: Mulkey Engineers & Consultants 7/6/06 Line Item Des Sec No. Description Quantity Unit Price Amount Clearin and Grubbin 9.0 ACR $ 20000.00: $ 180,000.00 Unclassified Excavation 117,100 CY $ ''8.00 $ 936,800.00 Fine Gradin 27,210 SY $ 2.00 $ 54,420.00 Draina e 1.41 MI $ 150,000.00 $ 211,500.00 60" RC Pi e Culverts, Class III 1,062 LF $ 140.00 $ 148,680.00 Pi e Removal 1,062 LF $ 14.00 $ 14,868.00 Mason Draina e Structures w / G & F 2 EA $ 3,000.00 $ 6,000.00 New Full De th Pavement 30,300 SY $ 40.00 $ 1,212,000.00 Resurface Pavement 3,200 SY $ 8.00 $ 25,600.00 Sub rade Stabilization 28,050 SY $ 5.00 $ 140,250.00 Pavement Removal 3,060 SY $ 3.00 $ 9,180.00 Pavement Break u 225 SY $ 2.00 $ 450.00 Steel Beam Guardrail 3,200 LF $ 15.00 $ 48,000.00 Sho Curve Steel Beam Guardrail 75 LF $ 25.00 $ 1,875.00 Additional Guardrail Posts 5 EA $ 50.00 $ 250.00 Guardrail Anchor Unit, T e III 4 EA $ 1,300.00 $ 5,200.00 Guardrail Anchor Unit, T e 350 9 EA $ 1,800.00 $ 16,200.00 Guardrail Anchor Unit, T e CAT-1 1 EA $ 600.00 $ 600.00 SP Traffic Control 1 LS $ 25,000.00 $ 25,000.00 Thermo and Markers 1.41 Miles $ 20,000.00 $ 28,200.00 SP Erosion Control 10.5 ACR $ 15,000.00 $ 157,500.00 SP Traffic Si als at -64- & -ALTA- (Revised) 1 LS $ 70,000.00 $ 70,000.00 SP Traffic Si als at -ALTA- & -ALTAY2- (New) 1 LS $ 100,000.00 $ 100,000.00 SP New Structure over Water 360' x 32', ht = 21', Curve 90° Skew, Vert. Curve 11,520 SF $ 95.00' $ 1,094,400.00 Unlit Construction Water Line 630 LF `~ 7ti.(~C3 $ 31,500.00 Misc. & Mob (10% Str & Utilities) 1 LS $ 112,527.00 Misc. & Mob (35% Rdwy) 1 LS $ 1,187,000.00 Lgth 1.41 Miles Contract Cost ..................................... $ 5,818,000.00 E. & C. 15% ...................................... $ 882,000.00 Construction Cost ..................................... $ 6,700,000.00 North Carolina Department of Transportation Preliminary Estimate TIP No. R-4748 ALT B Route New Location From Between SR 1660 (Sher Road) And SR 1662 (Wiley Brown Road) Typical Section New Location 2-Lane w/ 4' Paved Shoulder Priced By: Doug Lane Requested By: Mulkey Engineers & Consultants County: Macon CONSTR. COST $8,100,000 8/21/06 Revised Quantities Only 7/6/06 Line Item Des Sec No. Description Quantity Unit Price Amount Clearin and Grubbin 8.0 ACR $ 15OOQ.00 : $ 120,000.00 Unclassified Excavation 321,400 CY $ _6.04 $ 1,928,400.00 Fine Gradin 25,300 SY $ 2.00 $ 50,600.00 Draina e 1.47 MI $ 150,000.00 $ 220,500.00 60" RC Pi e Culverts, Class III 1,062 LF $ 140.00 $ 148,680.00 Pi e Removal 1,062 LF $ 14.00 $ 14,868.00 Mason Draina e Structures w / G & F 2 EA $ ' 3,000.00 $ 6,000.00 New Full De th Pavement 28,700 SY $ 40.00 $ 1,148,000.00 Resurface Pavement 3,750 SY $ 8.00 $ 30,000.00 Sub ade Stabilization 25,900 SY $ ' 5.00 $ 129,500.00 Pavement Removal 3,070 SY $ 3.00 $ 9,210.00 Pavement Break u 1,020 SY $ 2.00 $ 2,040.00 Steel Beam Guardrail 3,350 LF $ 15.00 $ 50,250.00 Sho Curve Steel Beam Guardrail 150 LF $ 25.00 $ 3,750.00 Additional Guardrail Posts 5 EA $ 50.00 $ 250.00 Guardrail Anchor Unit, T e III 4 EA $ 1,300.00 $ 5,200.00 Guardrail Anchor Unit, T e 350 13 EA $ 1,800.00 $ 23,400.00 Guardrail Anchor Unit, T e CAT-1 1 EA $ 600.00 $ 600.00 SP Traffic Control 1 LS $ ' 25,000.00 $ 25,000.00 Thermo and Markers 1.47 Miles $ 20,000.00 $ 29,400.00 SP Erosion Control 15.5 ACR $ 15,000.00 $ 232,500.00 SP Traffic Si als at -64- & -ALTB- (Revised 1 LS $ 70,000.00 $ 70,000.00 SP Traffic Si nals at -ALTO- & -ALTBY4- (New) 1 LS $ 100,000.00 $ 100,000.00 SP New Structure over Water 345' x 32', ht = 49', Tan ent 90° Skew, Vert. Curve 11,040 SF $ 90.00 $ 993,600.00 Utilit Construction Water Line 550 LF `~ SO.Oi7 $ 27,500.00 Sewer Line 250 LF r>SO:Of~ $ 12,500.00 Misc. & Mob (10% Str & Utilities) 1 LS $ 103,252.00 Misc. & Mob (35% Rd ) 1 LS $ 1,522,000.00 Lgth 1.47 Miles Contract t;ost ...................................... a i,vv i,vvv.vv E. & C. 15% ...................................... $ 1,093,000.00 Construction Cost ...................................... $ 8,100,000.00 North Carolina Department of Transportation Preliminary Estimate TIP No. R-4748 ALT C Route New Location From Between SR 1660 (Sher Road) And SR 1662 (Wiley Brown Road) Typical Section New Location 2-Lane w/ 4' Paved Shoulder Priced By: Doug Lane ReallP,CtP.Cl RV' 1Vtiillrav Pnvinavrc R, (~nnc>>ltor~fc County: Macon CONSTR.COST $7,400,000 8/21/06 Revised Quantities Only ~ is inc Line Item Des Sec No. Description Quantity Unit Price Amount Clearin and Grubbin 3.5 ACR $ 25,000.00 , $ 87,500.00 Unclassified Excavation 203,200 CY $ -.7.00 ~ $ 1,422,400.00 Fine Gradin 27,460 SY $ 2.00 $ 54,920.00 Draina e 1.43 MI $ 150,000.00 $ 214,500.00 60" RC Pi e Culverts, Class III 1,062 LF $ 140.00 $ 148,680.00 Pi e Removal 1,062 LF $ 14.00 $ 14,868.00 Mason Draina e Structures w / G & F 2 EA $ 3,000.00 $ 6,000.00 New Full De th Pavement 26,300 SY $ 40.00 $ 1,052,000.00 Resurface Pavement 4,225 SY $ 8.00 $ 33,800.00 Sub ade Stabilization 27,930 SY $ 5.00 $ 139,650.00 Pavement Removal 6,800 SY $ 4.00; $ 27,200.00 Pavement Break u 940 SY $ 3.00 $ 2,820.00 Steel Beam Guardrail 2,850 LF $ 15.00 $ 42,750.00 Sho Curve Steel Beam Guardrail 75 LF $ 25.00 $ 1,875.00 Additional Guardrail Posts 5 EA $ 50.00 $ 250.00 Guardrail Anchor Unit, T e III 4 EA $ 1,300.00 $ 5,200.00 Guardrail Anchor Unit, T e 350 11 EA $ 1,800.00 $ 19,800.00 Guardrail Anchor Unit, T e CAT-1 1 EA $ 600.00 $ 600.00 Greenwa Trail Relocation (10' W x 470' L BST) 4,700 SF $ 5.00 $ 23,500.00 SP Traffic Contro] 1 LS $ 25,000.00 $ 25,000.00 Thermo and Markers 1.43 Miles $ 20,000.00 $ 28,600.00 SP Erosion Control 13.5 ACR $ 15,000.00 $ 202,500.00 SP Traffic Si als at -64- & -ALTO- Revised) 1 LS $ 70,000.00 $ 70,000.00 SP Traffic Si als at -ALTC- & -ALTCY4- (New) 2 LS $ 100,000.00 $ 200,000.00 New Structure over Water 380' x 32', ht = 55', Tan ent 90° Skew, Vert. Curve 12,160 SF $ 90.00 $ 1,094,400.00 Utilit Construction Water Line 770 LF 5 5O.Of) $ 38,500.00 Sewer Line 400 LF ~ 0.; $ 20,000.00 Misc. & Mob (10% Str & Utilities) 1 LS $ 115,687.00 Misc. & Mob (25% Rdwy) 1 LS $ 1,339,000.00 L~lll I.YJ 1~1IICJ ~:ontract ~:ost ...................................... ~ 6,43'1,000.00 E. & C. 15% ........................ .............. $ 968,000.00 Construction Cost ........................ .............. $ 7,400,000.00 North Carolina Department of Transportation Preliminaty Estimate TIP No. R-4748 Route New Location From Between US 441 and SR 1660 (Sher Road) Typical Section New Location 2-Lane w/ 4' Paved Shoulder Priced By: Doug Lane Requested By: Mulkey Engineers & Consultants ALT D County: Macon CONSTR. COST $4,600,000 8/28/06 Revised Quantities Only 7/6/06 Line Item Des Sec No. Description Quantity Unit Price Amount Clearin and Grubbin 6.0 ACR $ 15,000.00 $ 90,000.00 Unclassified Excavation 14,900 CY $ ~ ~. $ 134,100.00 Borrow 223,900 CY $ 8.00 $ 1,791,200.00 Fine Gradin 9,100 SY $ 2.00 $ 18,200.00 Drama e 0.68 MI $ 150,000.00 $ 102,000.00 New Full De th Pavement 10,000 SY $ 40.00 $ 400,000.00 Resurface Pavement 3,000 SY $ 8.00 $ 24,000.00 Sub ade Stabilization 10,500 SY $ 5.00 $ 52,500.00 Pavement Remova] 950' SY $ `4.On" $ 3,800.00 Pavement Break u .100. SY $ 3.00 $ 300.00 Steel Beam Guardrail 3,225 LF $ 15.00 $ 48,375.00 Sho Curve Steel Beam Guardrail 75 LF $ 25.00 $ 1,875.00 Additional Guardrail Posts 5 EA $ 50.00 $ 250.00 Guardrail Anchor Unit, T e 350 8 EA $ 1,800.00 $ 14,400.00 SP Traffic Control 1 LS $ 25,000.00 $ 25,000.00 Thermo and Markers 0.68 Miles $ 20,000.00 $ 13,600.00 SP Erosion Control 6.5 ACR $ 15,000.00 $ 97,500.00 SP Traffic Si als at -ALTD- & US 441 (New 1 LS $ 100,000.00 $ 100,000.00 Utilit Construction Water Line 950 LF ~ St).{a{) $ 47,500.00 Misc. & Mob (10% Str & Utilities) 1 LS $ 4,400.00 Misc. & Mob (25% Rd ) 1 LS $ 1,021,000.00 Lgth U.68 Miles t/ontract host ...................................... ~ s,yyu,uvv.vv E. & C. 15% ........................ .............. $ 610,000.00 Construction Cost ....................... . .............. $ 4,600,000.00 North Carolina Department of Transportation Preliminary Estimate TIP No. R-4748 A Roundabout Route New Location From Between SR 1660 (Sher Road) And SR 1662 (Wiley Brown Road) Typical Section New Location 2-Lane w/ 4' Paved Shoulder Priced By: Doug Lane Renue~terl Rv' Mnikev Fnainaarc R, ('nncnltantc County: Macon CONSTR. COST $6,400,000 8/21/06 Revised Quantities Only ~i~m~ Item Des Sec No. Description Quantity Unit Price Amount Clearin and Grubbin 9.0 ACR $ 15,000.00 $ 135,000.00 Unclassified Excavation 128,000 CY $ 8.00 $ 1,024,000.00 Fine Gradin 23,700 SY $ 2.00 $ 47,400.00 Draina e 1.41 MI $ 150,000.00 $ 211,500.00 60" RC Pi e Culverts, Class III 1,062 LF $ 140.00 $ 148,680.00 Pi e Removal 1,062 LF $ 14.00 $ 14,868.00 Mason Draina e Structures w / G & F 2 EA $ 3,000.00 $ 6,000.00 New Full De th Pavement 26,430 SY $ 40.00 $ 1,057,200.00 Resurface Pavement 3,200 SY $ 8.00 $ 25,600.00 Sub ade Stabilization 23,940 SY $ 5.00 $ 119,700.00 Pavement Removal 3,150 SY $ 3.00 $ 9,450.00 Pavement Break u 215 SY $ 2.00 $ 430.00 Steel Beam Guardrail 3,275 LF $ 15.00 $ 49,125.00 Sho Curve Steel Beam Guardrail 75 LF $ 25.00 $ 1,875.00 Additional Guardrail Posts 5 EA $ 50.00 $ 250.00 Guardrail Anchor Unit, T e III 4 EA $ 1,300.00 $ 5,200.00 Guardrail Anchor Unit, T e 350 9 EA $ 1,800.00 $ 16,200.00 Guardrail Anchor Unit, T e CAT-1 1 EA $ 600.00 $ 600.00 Concrete Island 600 SY $ 55.00 $ 33,000.00 9" x 18" C&G 200 LF $ 35.00 $ 7,000.00 1' x 6" C&G 250 LF $ 30.00 $ 7,500.00 SP Traffic Control 1 LS $ 25,000.00 $ 25,000.00 Therom and Markers 1.41 Miles $ 20,000.00 $ 28,200.00 SP Erosion Control 10.5 ACR $ 15,000.00 $ 157,500.00 SP Traffic Si als at -64- & -ALTA- (Revised) 1 LS $ 70,000.00 $ 70,000.00 New Structure over Water 360'x 32', ht=21',Curve 90° Skew, Vert. Curve 11,520 SF $ 95.00 $ 1,094,400.00 Unlit Construction Water Line 630 LF ~ 5{1.f1{} $ 31,500.00 Misc. & Mob (10% Str & Utilities) 1 LS $ 112,822.00 Misc. & Mob (25% Rd ) 1 LS $ 1,120,000.00 Lgth 1.41 Miles Contract Cost .............. ........., .............. $ 5,560,000.00 E. & C. 15% .............. ........................ $ 840,000.00 Construction Cost .............. ........................ $ 6,400,000.00 North Carolina Department of Transportation Preliminary Estimate TIP No. R-4748 B Roundabout Route New Location From Between SR 1660 (Sher Road) And SR 1662 (Wiley Brown Road) Typical Section New Location 2-Lane w/ 4' Paved Shoulder and Roundabout Intersection Priced By: Doug Lane Rerniesterl Rv• Mulkev Rnuineers Rr ('nn~ultants County: Macon CONSTR. COST $7,900,000 7/6/06 Revised Quantities Only 7/6/06 Line Item Des Sec No. Description Quantity Unit Price Amount Clearin and Grubbin 8.0 ACR $ 15,000.00 $ 120,000.00 Unclassified Excavation 333,200 CY $ 6.00 $ 1,999,200.00 Fine Gradin 23,100 SY $ 2.00 $ 46,200.00 Draina e 1.47 MI $ 150,000.00 $ 220,500.00 60" RC Pi e Culverts, Class III 1,062 LF $ 140.00 $ 148,680.00 Pi e Removal 1,062 LF $ 14.00 $ 14,868.00 Mason Draina e Structures w / G & F 2 EA $ 3,000.00 $ 6,000.00 New Full De th Pavement 25,260 SY $ 40.00 $ 1,010,400.00 Resurface Pavement 3,650 SY $ 8.00 $ 29,200.00 Sub ade Stabilization 22,300 SY $ 5.00 $ 111,500.00 Pavement Removal 3,170 SY $ 3.00 $ 9,510.00 Pavement Break u 1,020 SY $ 2.00 $ 2,040.00 Steel Beam Guardrail 3,350 LF $ 15.00 $ 50,250.00 Sho Curve Steel Beam Guardrail 150 LF $ .25.00 $ 3,750.00 Additional Guardrail Posts 5 EA $ 50.00 $ 250.00 Guardrail Anchor Unit, T e III 4 EA $ .1,300.00 $ 5,200.00 Guardrail Anchor Unit, T e 350 13 EA $ 1,800.00 $ 23,400.00 Guardrail Anchor Unit, T e CAT-1 1 EA $ 600.00 $ 600.00 Concrete Island 600 SY $ 55.00 $ 33,000.00 9" x 18" C&G 200 LF $ 35.00 $ 7,000.00 1' x 6" C&G 250 LF $ 30.00 $ 7,500.00 SP Traffic Control 1 LS $ 25,000.00 $ 25,000.00 Thermo and Markers 1.47 Miles $ 20,000.00 $ 29,400.00 SP Erosion Control 15.5 ACR $ 15,000.00 $ 232,500.00 SP Traffic Si als at -64- & -ALTA- (Revised) 1 LS $ 70,000.00 $ 70,000.00 New Structure over Water 345' x 32', ht = 49', Tan ent 90° Skew, Vert. C 11,040 SF $ 90.00 $ 993,600.00 Utilit Construction Water Line 550 LF `~ ~!=,~t? $ 27,500.00 Sewer Line 250 LF `3 50:f~0 $ 12,500.00 Misc. & Mob (10% Str & Utilities) 1 LS $ 103,452.00 Misc. & Mob (25% Rd ) 1 LS $ 1,472,000.00 Lath 1.47 M iles Contract Cost .............. ........., .............. $ 6.815.000.00 E. & C. 15% Construction Cost ......... .............. $ 1,085,000.00 ....................... $ 7,900,000.00 North Carolina Department of Transportation Preliminary Estimate TIP No. R-4748 C Roundabout Route New Location From Between SR 1660 (Sher Road) And SR 1662 (Wiley Brown Road) Typical Section New Location 2-Lane w/ 4' Paved Shoulder and Roundabout Intersection Priced By: Doug Lane Requested Rv: Mulkev F.nuineerc Rr C"~ncnltantc County: Macon CONSTR. COST $7,200,000 7/12/06 Revised Quantities Only ~i~in~ me Item Des Sec No. Description Quantity Unit Price Amount Clearin and Grubbin 3.5 ACR $ :25,000.OQ $ 87,500.00 Unclassified Excavation 215,000 CY $ 7.00 $ 1,505,000.00 Fine Gradin 26,750 SY $ 2.00 $ 53,500.00 Draina e 1.43 MI $ 150,000.00 $ 214,500.00 60" RC Pi e Culverts, Class III 1,062 LF $ 140.00 $ 148,680.00 Pi e Removal 1,062 LF $ 14.00 $ 14,868.00 Mason Draina e Structures w / G & F 2 EA $ 3,000.00 $ 6,000.00 New Full De th Pavement 25,600 SY $ 40.00 $ 1,024,000.00 Resurface Pavement 4,125 SY $ 8.00 $ 33,000.00 Sub ade Stabilization 27,230 SY $ 5.00 $ 136,150.00 Pavement Removal 6,900 SY $ 4.00 $ 27,600.00 Pavement Break u 940 SY $ 3.00 $ 2,820.00 Steel Beam Guardrail 2,850 LF $ 15.00 $ 42,750.00 Sho Curve Steel Beam Guardrail 75 LF $ 25.00 $ 1,875.00 Additional Guardrail Posts 5 EA $ 50.00 $ 250.00 Guardrail Anchor Unit, T e III 4 EA $ 1,300.00 $ 5,200.00 Guardrail Anchor Unit, T e 350 I1 EA $ 1,800.00 $ 19,800.00 Guardrail Anchor Unit, T e CAT-1 l EA $ 600.00 $ 600.00 Concrete Island 600 SY $ 55.00 $ 33,000.00 9" x 18" C&G 200 LF $ 35.00 $ 7,000.00 1' x 6" C&G 250 LF $ 30.00 $ 7,500.00 Greenwa Trail Relocation (10' W x 470' L BS 4,700 SF $ 5.00 $ 23,500.00 SP Traffic Control 1 LS $ 25,000.00 $ 25,000.00 Therom and Markers 1.43 Miles $ 20,000.00 $ 28,600.00 SP Erosion Control 13.0 ACR $ 15,000.00 $ 195,000.00 SP Traffic Si als at -64- & -ALTA- (Revised) 1 LS $ 70,000.00 $ 70,000.00 New Structure over Water 380' x 32', ht = 55', Tan ent 90° Skew, Vert. C 12,160 SF $ 90.00 $ 1,094,400.00 Utilit Construction Water Line 770 LF 5 5fi.£)t) $ 38,500.00 Sewer Line 400 LF `;> >(3.~)t? $ 20,000.00 Misc. & Mob 10% Str & Utilities 1 LS $ 115,407.00 Misc. & Mob (25% Rd ) 1 LS $ 1,300,000.00 Lgth 1.43 Miles Contract Cost .............. ........................ $ 6,282,000.00 E. & C. 15% .............. ........................ $ 918,000.00 Construction Cost .............. ........................ $ 7,200,000.00 North Carolina Department of Transportation Preliminary Estimate TIP No. R-4748 ALT D REV County: Route New Location From Vicinity of SR 1660 (Siler Road) And SR 1662 (Wiley Brown Road) Typical Section New Location 2-Lane w/ 4' Paved Shoulder Priced By: Doug Lane Requested By: Ron McCollum, PE 1 / 16/2007 1 / 16/2007 Macon CONSTR. COST $7,700,000 Line Item Des Sec No. Description Quantity Unit Price Amount Clearin and Grubbin 8.5 ACR $ 15,000.00 $ 127,500.00 Unclassified Excavation 216,300 CY $ 7.00 $ 1,514,100.00 Fine Gradin 38,600 SY $ 2.00 $ 77,200.00 Borrow 54,400 CY $ 10.00. $ 544,000.00 Drama e 2 Lanes w/ Paved Shld 1.26 MI 1 00.00 ' $ 239,400.00 Drama e 2 Lanes w/ no Paved Shld 0.56 MI $ 1~Q,QQ.p.00 ; $ 106,400.00 60" RC Pi e Culverts, Class III 1,062 LF $ 140.00 $ 148,680.00 Pi e Removal 1,062 LF $ 14.00 $ 14,868.00 Masonry Draina e Structures w / G & F 2 EA $ 3,000.00 $ 6,000.00 New Full De th Pavement 37,500 SY $ 40.00 $ 1,500,000.00 Resurface Pavement 5,000 SY $ 8.00 $ 40,000.00 Sub rade Stabilization 40,635 SY $ 5.00 $ 203,175.00 Pavement Removal 3,300 SY $ 4.00 $ 13,200.00 Pavement Break u 1,040 SY $ 3.00 $ 3,120.00 Steel Beam Guardrail 4,850 LF $ 15.00 $ 72,750.00 Sho Curve Steel Beam Guardrail 150 LF $ 25.00 $ 3,750.00 Additional Guardrail Posts 5 EA $ 50.00 $ 250.00 Guardrail Anchor Unit, T e 350 15 EA $ 1,800.00 $ 27,000.00. Guardrail Anchor Unit, T e CAT-1 5 EA $ 600.00 $ 3,000.00 SP Traffic Control I LS $ 25,000.00 $ 25,000.00 Thermo and Markers 1.82 Miles $ 20,000.00 $ 36,400.00 SP Erosion Control 16.5 ACR $ 15,000.00 $ 247,500.00 SP Traffic Si als at -ALTD- & US 441 (New) 1 LS $ 100,000.00 $ 100,000.00 SP Traffic Si als at -64- & -ALTD2- Revised 1 LS $ 75,000.00 $ 75,000.00 SP Traffic Si als at -ALTD2- & -ALTDY6- New 1 LS $ 100,000.00 $ 100,000.00 Utilities 1 LS $ 150,000.00 $ 150,000.00 Misc. & Mob (10% Str & Utilities) LS $ 15,000.00 Misc. & Mob (25% Rdw) LS $ 1,306,707.00 Lgth 1.82 Miles Contract Cost ...................................... $ 6,700,OOOA0 E. & C.15% .............. ......... . .............. $ 1,000,000.00 Construction Cost ...................................... $ 7,700,000.00 North Carolina Department of Transportation Preliminary Estimate TIP No. R-4748 D REV Roundabou County: Route New Location From Vicinity of SR 1660 (Siler Road) And SR 1662 (Wiley Brown Road) Typical Section New Location 2-Lane w/ 4' Paved Shoulder Priced By: Doug Lane Requested By: Ron McCollum, PE 1 / 16/2007 1 / 16/2007 Macon CONSTR.COST $7,900,000 Line Item Des Sec No. Description Quantit Unit Price Amount Clearin and Grubbin 8.5 ACR $ 15,000.00 $ 127,500.00 Unclassified Excavation 228,100 CY $ 7.00 $ 1,596,700.00 Fine Gradin 37,890 SY $ 2.00 $ 75,780.00 Borrow 54,400 CY $ 10.00 $ 544,000.00 Draina e 2 Lanes w/ Paved Shld 1.26 MI $ 190,000.00 $ 239,400.00 Draina e 2 Lanes w/ no Paved Shld 0.56 MI $ 190,000.00 $ 106,400.00 60" RC Pi e Culverts, Class III 1,062 LF $ 140.00 $ 148,680.00 Pi e Removal 1,062 LF $ 14.00 $ 14,868.00 Masonry Draina e Structures w / G & F 2 EA $ 3,000.00 $ 6,000.00 New Full De th Pavement 36,800 SY $ 40.00 $ 1,472,000.00 Resurface Pavement 4,900 SY $ 8.00 $ 39,200.00 Sub rade Stabilization 39,935 SY $ 5.00 $ 199,675.00 Pavement Removal .3,200 SY $ 4.00 $ 12,800.00 Pavement Break u 1,040 SY $ 3.00 $ 3,120.00 Steel Beam Guardrail 4,850 LF $ 15.00 $ 72,750.00 Sho Curve Steel Beam Guardrail 150 LF $ 25.00 $ 3,750.00 Additional Guardrail Posts 5 EA $ 50.00 $ 250.00 Guardrail Anchor Unit, T e 350 15 EA $ 1,800.00 $ 27,000.00 Guardrail Anchor Unit, T e CAT-1 5 EA $ 600.00 $ 3,000.00 Concrete Island 600 SY $ 55.00 $ 33,000.00 9" x 18" C&G 200 LF $ 35.00 $ 7,000.00 1' x 6" C&G 250 LF $ 30.00 $ 7,500.00 SP Traffic Control 1 LS $ 25,000.00 $ 25,000.00 Thermo and Markers 1.82 Miles $ 20,000.00 $ 36,400.00 SP Erosion Control 16 ACR $ 15,000.00 $ 240,000.00 SP Traffic Si als at -ALTD- & US 441 (New) 1 LS $ 100,000.00 $ 100,000.00 SP Traffic Si als at -64- & -ALTD2- (Revised) 1 LS $ 70,000.00 $ 70,000.00 SP Traffic Si als at -ALTD2- & -ALTDY6- (New) 1 LS $ 100,000.00 $ 100,000.00 Utilities 1 LS $ 150,000.00 $ 150,000.00 Misc. & Mob (10% Str & Utilities) LS $ 15,000.00 Misc. & Mob (25% Rdw) LS $ 1,328,227.00 Lgth 1.tS2 Miles Contract Cost ....................................... $ 6,805,OOO.U0 E. & C. 15% ....................................... $ 1,095,000.00 Construction Cost ....................................... $ 7,900,000.00 REQUEST FOR R/W COST ESTIMATE DATE RECEIVED: 10-26-06 DISTRIBUTED: 10-26-06 LD NO./ . DESCRIPTION BREAK NEW ROUTE FROM SR 1660 (SILER RD) TO SR 1662 R/W FY2009 R-4748 (WILEY BROWN RD WILEY BROWN EXT) SOUTH OF CONST FY2010 US 441 NEAR FRANKLIN R/VV FY CONST FY R/W FY_ CONST FY ACCESS: FULL C/A ^ PARTIAL C/A ^ NO CONTROL ^ REVISION: NO SCHEDULE UNFUND ^ POST YRS ^ UNFUND ^ POST YRS ^ UNFUND ^ POST YRS ^ WBS ELEMENT NUMBER: 40118.1.1 COUNTY: MACON ENGINEER: RON McCOLLUM /ROADWAY SPECIAL INSTRUCTIONS: NONE TYPE OF PLANS FURNISHED FOR ESTIMATE: PRELIMINARY DATE DUE: 01-02-07 PRIOR ESTIMATES OF LAND AND DAMAGES (WITH DATES): N/A IF INCREASES OR DECREASES ARE SIGNIFICANT, PLEASE EXPLAIN: N/A BASED ON PAST PROJECT HISTORICAL DATA, THE LAND AND DAMAGE FIGURES HAVE BEEN ADJUSTED BY A FACTOR OF 50% TO INCLUDE CONDEMNATION AND ADMINISTRATIVE INCREASES THAT OCCUR DURING SETTLEMNT OF ALL PARCELS. THESE FIGURES PROJECT THE MOST ACCURATE ACQUISITION ESTIMATES FOR 2 YEARS FROM THE DATE OF THIS ESTIMATE. ESTIMATED BY: FORREST PONDER COMPLETED DATE: 01-02-07 A1.TF,RNATF,R A B C D ESTIMATED NO. OF PARCELS: 6 11 12 9 RESIDENTIAL RELOCATIONS: 0 / 0 0 / 0 2 / 30,000 2 / 30,000 BUSINESS RELOCATIONS: 0/ 0 0/ 0 0/ 0 0/ 0 LAND AND DAMAGE: 888,000 1,665,000 1,546,500 1,239,000 ACQUISTION: 35,000 65,000 80,000 62,000 TOTAL ESTIMATED R/W COST: £}2:3,(}(}(} I,~73(},I}(}(} 1,Ii ,(~,~;{}(} 1,:3:3I,0(}(} THERE ARE NO FIGURES FOR UTILITY INVOLVEMENT ON THIS ESTIMATE. REQUEST FOR R/W COST ESTIMATE DATE RECEIVED: Ol-O8-07 DISTRIBUTED: 01-08-07 LD.NOJ DESCRIPTION BREAK NEW ROUTE FROM SR 1660 (SILER RD) TO SR 1662 R/W FY2009 R-4748 (WILEY BROWN RD WILEY BROWN EXT) SOUTH OF CONST FY2010 US 441 NEAR FRANKLIN R/W FY_ CONST FY R/W FY_ CONST FY ACCESS: FULL C/A ^ PARTIAL C/A ^ NO CONTROL ^ REVISION: YES SCHEDULE UNFUND ^ POST YRS ^ UNFUND ^ POST YRS ^ UNFUND ^ POST YRS ^ WBS ELEMENT NUMBER: 40118.1.] COUNTY: MACON ENGINEER: RON McCOLLUM /ROADWAY SPECIAL INSTRUCTIONS: NONE TYPE OF PLANS FURNISHED FOR ESTIMATE: PRELIMINARY DATE DUE: 01-09-07 PRIOR ESTIMATES OF LAND AND DAMAGES (WITH DATES): 10-26-06 IF INCREASES OR DECREASES ARE SIGNIFICANT, PLEASE EXPLAIN: N/A BASED ON PAST PROJECT HISTORICAL DATA, THE LAND AND DAMAGE FIGURES HAVE BEEN ADJUSTED BY A FACTOR OF 50% TO INCLUDE CONDEMNATION AND ADMINISTRATIVE INCREASES THAT OCCUR DURING SETTLEMNT OF ALL PARCELS. THESE FIGURES PROJECT THE MOST ACCURATE ACQUISITION ESTIMATES FOR 2 YEARS FROM THE DATE OF THIS ESTIMATE. ESTIMATED BY: FORREST PONDER COMPLETED DATE: Ol-O8-07 ALTF.RNATF..C D ESTIMATED NO. OF PARCELS: 19 RESIDENTIAL RELOCATIONS: 4 / 60,000 BUSINESS RELOCATIONS: 0 / 0 LAND AND DAMAGE: 2,205,000 ACQUISTION: 120,000 TOTAL ESTIMATED R/W COST: '3,~5>,IIt)() THERE ARE NO FIGURES FOR UTILITY INVOLVEMENT ON THIS ESTIMATE. NC-DOT Project Services Unit Preliminary Estimate Section January 23, 2007 Revised Copy Memo To: Paddy Jordan Mulkey Engineers & Consultants From: Doug Lane Preliminary Estimate Engineer Subject: Preliminary Construction Alternatives for the New Connector between SR 1660 and SR 1662 just South of US 441 in Franklin, TIP Project R-4748, Macon County. ALTERNATE LENGTH CONSTR.COST Miles A 1.41 $6,800,000 A Roundabout 1.41 $6,500,000 Option B 1.47 $8,100,000 B Roundabout 1.47 $7,900,000 Option C 1.32 $7,400,000 C Roundabout 1.32 $7,400,000 Option D 0.68 $4,650,000 Note: Right-of-Way and RIW Utility Cost are not included in above costs. cc: North Carolina Department of Transportation Preliminary Estimate TIP No. R-4748 ALTA County: Route New Location From Between SR 1660 (Sher Road) And SR 1662 (Wiley Brown Road) Typical Section New Location 2-Lane w/ 4' Paved Shoulder Priced By: Doug Lane 1 /23/07 Revised Prices Only Requested By: Mulkey Engineers & Consultants 8/21/06 Macon CONSTR. COST $6,800,000 Line Item Des Sec No. Description Quantity Unit Price Amount Clearin and Grubbin 9.0 ACR $ 20,000.00 $ 180,000.00 Unclassified Excavation 117,100 CY $ 8.00 $ 936,800.00 Fine Gradin 27,210 SY $ 2.00 $ 54,420.00 Draina e 1.41 MI $ 150,000.00 $ 211,500.00 60" RC Pi e Culverts, Class III ],062 LF $ 140.00 $ 148,680.00 Pi e Removal 1,062 LF $ 14.00 $ 14,868.00 Mason Draina e Structures w / G & F 2 EA $ 3,000.00 $ 6,000.00 New Full De th Pavement 30,300 SY $ 40.00 $ 1,212,000.00 Resurface Pavement 3,200 SY $ 8.00 $ 25,600.00 Sub ade Stabilization 28,050 SY $ 5.00 $ 140,250.00 Pavement Removal 3,060 SY $ 3.00 $ 9,180.00 Pavement Break u 225 SY $ 2.00 $ 450.00 Steel Beam Guardrail 3,200 LF $ 15.00 $ 48,000.00 Sho Curve Steel Beam Guardrail 75 LF $ 25.00 $ 1,875.00 Additional Guardrail Posts 5 EA $ 50.00 $ 250.00 Guardrail Anchor Unit, T e III 4 EA $ 1,300.00 $ 5,200.00 Guardrail Anchor Unit, T e 350 9 EA $ 1,800.00 $ 16,200.00 Guardrail Anchor Unit, T e CAT-1 1 EA $ 600.00 $ 600.00 SP Traffic Control 1 LS $ 25,000.00 $ 25,000.00 Thermo and Markers 1.41 Miles $ 20,000.00 $ 28,200.00 SP Erosion Control 10.5 ACR $ 15,000.00 $ 157,500.00 SP Traffic Si als at -64- & -ALTA- (Revised) 1 LS $ 70,000.00 $ 70,000.00 SP Traffic Si als at -ALTA- & -ALTAY2- (New) 1 LS $ 100,000.00 $ 100,000.00 SP New Structure over Water 360' x 32', ht = 21', Curve 90° Skew, Vert. Curve 11,520 SF $ 95.00 $ 1,094,400.00 Utilit Construction Per Utilities Coordination Section 1 LS `~ t)£?,CiCiU.Oti $ 90,000.00 Misc. & Mob (10% Str & Utilities) 1 LS $ 118,627.00 Misc. & Mob (35% Rdwy) 1 LS $ 1,187,400.00 Lgth 1.41 Miles Contract Cost ...................................... $ 5,883,000.00 E. & C. 15% ...................................... $ 917,000.00 Construction Cost ...................................... $ 6,800,000.00 North Carolina Department of Transportation Preliminary Estimate TIP No. R-4748 ALT B County Route New Location From Between SR 1660 (Sher Road) And SR 1662 (W iley Brown Road) Typical Section New Location 2-Lane w/ 4' Paved Shoulder Priced By: Doug Lane 1/23/07 Revised Prices Only Requested By: Mulkey Engineers & Consultants 8/21/06 Macon CONSTR. COST $8,100,000 Line Item Des Sec No. Description Quantity Unit Price Amount Clearin and Grubbin 8.0 ACR $ 15,000.00 $ 120,000.00 Unclassified Excavation 321,400 CY $ 6.00 $ 1,928,400.00 Fine Gradin 25,300 SY $ 2.00 $ 50,600.00 Draina e 1.47 MI $ 150,000.00 $ 220,500.00 60" RC Pi e Culverts, Class III 1,062 LF $ 140.00 $ 148,680.00 Pi e Removal 1,062 LF $ 14.00 $ 14,868.00 Mason Draina e Structures w / G & F 2 EA $ 3,000.00 $ 6,000.00 New Full De th Pavement 28,700 SY $ 40.00 $ 1,148,000.00 Resurface Pavement 3,750 SY $ 8.00 $ 30,000.00 Sub ade Stabilization 25,900 SY $ 5.00 $ 129,500.00 Pavement Removal 3,070 SY $ 3.00 $ 9,21-0.00 Pavement Break u 1,020 SY $ 2.00 $ 2,040.00 Steel Beam Guardrail 3,350 LF $ 15.00 $ 50,250.00 Sho Curve Steel Beam Guardrail 150 LF $ 25.00 $ 3,750.00 Additional Guardrail Posts 5 EA $ 50.00 $ 250.00 Guardrail Anchor Unit, T e III 4 EA $ 1,300.00 $ 5,200.00 Guardrail Anchor Unit, T e 350 13 EA $ 1,800.00 $ 23,400.00 Guardrail Anchor Unit, T e CAT-1 1 EA $ 600.00 $ 600.00 SP Traffic Control 1 LS $ 25,000.00 $ 25,000.00 Thermo and Markers 1.47 Miles $ 20,000.00 $ 29,400.00 SP Erosion Control 15.5 ACR $ 15,000.00 $ 232,500.00 SP Traffic Si als at -64- & -ALTB- (Revised) 1 LS $ 70,000.00 $ 70,000.00 SP Traffic Si als at -ALTO- & -ALTBY4- ew) 1 LS $ 100,000.00 $ 100,000.00 SP New Structure over Water 345' x 32', ht = 49', Tan ent 90° Skew, Vert. Curve 11,040 SF $ 90.00 $ 993,600.00 Utilit Construction Per Utilities Coordination Section 1 LS `~ ~ti,000.{~t) $ 80,000.00 Misc. & Mob (10% Str & Utilities) 1 LS $ 107,252.00 Misc. & Mob (35% Rd ) 1 LS $ 1,522,000.00 Lgth 1.47 Miles Contract Cost ...................................... $ 7,051,000.00 E. & C. 15% ...................................... $ 1,049,000.00 Construction Cost ...................................... $ 8,100,000.00 North Carolina Department of Transportation Preliminary Estimate TIP No. R-4748 ALTC County: Route New Location From Between SR 1660 (Sher Road) And SR 1662 (Wiley Brown Road) Typical Section New Location 2-Lane w/ 4' Paved Shoulder Priced By: Doug Lane 1/23/07 Revised Prices Only Requested Bv: Mulkev F.nuineerc Rr. ('nncnltant.c R/71 /(1F Macon CONSTR. COST $7,400,000 Line Item Des Sec No. Description Quantity Unit Price Amount Clearin and Grubbin 3.5 ACR $ 25,000.00 $ 87,500.00 Unclassified Excavation 203,200 CY $ 7.00 $ 1,422,400.00 Fine Gradin 27,460 SY $ 2.00 $ 54,920.00 Draina e 1.43 MI $ 150,000.00 $ 214,500.00 60" RC Pi e Culverts, Class III 1,062 LF $ 140.00 $ 148,680.00 Pi e Removal 1,062 LF $ 14.00 $ 14,868.00 Mason Draina e Structures w / G & F 2 EA $ 3,000.00 $ 6,000.00 New Full De th Pavement 26,300 SY $ 40.00 $ 1,052,000.00 Resurface Pavement 4,225 SY $ 8.00 $ 33,800.00 Sub rade Stabilization 27,930 SY $ 5.00 $ 139,650.00 Pavement Removal 6,800 SY $ 4.00 $ 27,200.00 Pavement Break u 940 SY $ 3.00 $ 2,820.00 Steel Beam Guardrail 2,850 LF $ 15.00 $ 42,750.00 Sho Curve Steel Beam Guardrail 75 LF $ 25.00 $ 1,875.00 Additional Guardrail Posts 5 EA $ 50.00 $ 250.00 Guardrail Anchor Unit, T e III 4 EA $ 1,300.00 $ 5,200.00 Guardrail Anchor Unit, T e 350 11 EA $ 1,800.00 $ 19,800.00 Guardrail Anchor Unit, T e CAT-1 1 EA $ 600.00 $ 600.00 Greenway Trail Relocation (10' W x 470' L BST) 4,700 SF $ 5.00 $ 23,500.00 SP Traffic Control 1 LS $ 25,000.00 $ 25,000.00 Thermo and Markers 1.43 Miles $ 20,000.00 $ 28,600.00 SP Erosion Control 13.5 ACR $ 15,000.00 $ 202,500.00 SP Traffic Si nals at -64- & -ALTC- (Revised) 1 LS $ 70,000.00 $ 70,000.00 SP Traffic Si als at -ALTC- & -ALTCY4- (New) 1 LS $ 100,000.00 $ 100,000.00 New Structure over Water 380' x 32', ht = 55', Tan ent 90° Skew, Vert. Curve 12,160 SF $ 90.00 $ 1,094,400.00 Utilit Construction Per Utilities Coordination Section 1 LS `~ 1 i~U.~i)~J.~)i) $ 160,000.00 Misc. & Mob (10% Str & Utilities) 1 LS $ 125,687.00 Misc. & Mob (35% Rd ) I LS $ 1,303,500.00 Lgth 1.43 Miles Contract Cost ...................................... $ 6,408,000.00 E. & C. 15% ...................................... $ 992,000.00 Construction Cost ........................ .............. $ 7,400,000.00 North Carolina Department of Transportation Preliminary Estimate TIP No. R-4748 Route New Location From Between US 441 and SR 1660 (Sher Road) Typical Section New Location 2-Lane w/ 4' Paved Shoulder Priced By: Doug Lane Requested By: Mulkey Engineers & Consultants ALT D County: Macon CONSTR. COST $4,650,000 1/23/07 Revised Prices Only 8/26/06 Line Item Des Sec No. Description Quantity Unit Price Amount Clearin and Grubbin 6.0 ACR $ 15,000.00 $ 90,000.00 Unclassified Excavation 14,900 CY $ 9.00 $ 134,100.00 Borrow 223,900 CY $ 8.00 $ 1,791,200.00 Fine Gradin 9,100 SY $ 2.00 $ 18,200.00 Draina e 0.68 MI $ 150,000.00 $ 102,000.00 New Full De th Pavement 10,000 SY $ 40.00 $ 400,000.00 Resurface Pavement 3,000 SY $ 8.00 $ 24,000.00 Sub ade Stabilization 10,500 SY $ 5.00 $ 52,500.00 Pavement Removal 950 SY $ 4.00 $ 3,800.00 Pavement Break u 100 SY $ 3.00 $ 300.00 Steel Beam Guardrail 3,225 LF $ 15.00 $ 48,375.00 Sho Curve Steel Beam Guardrail 75 LF $ 25.00 $ 1,875.00 Additional Guardrail Posts 5 EA $ 50.00 $ 250.00 Guardrail Anchor Unit, T e 350 8 EA $ 1,800.00 $ 14,400.00 SP Traffic Control 1 LS $ 25,000.00 $ 25,000.00 Thermo and Markers 0.68 Miles $ 20,000.00 $ 13,600.00 SP Erosion Control 6.5 ACR $ 15,000.00 $ 97,500.00 SP Traffic Si nals at -ALTD- & US 441 (New) 1 LS $ 100,000.00 $ 100,000.00 Utilit Construction Per Utilities Coordination Section 1 LS ~; i?(~,#}(?t~.~:i(} $ 80,000.00 Misc. & Mob 10% Str & Utilities) 1 LS $ 8,000.00 Misc. & Mob (35% Rd ) 1 LS $ 1,020,900.00 Lgth 0.68 Miles Contract Cost ...................................... $ 4,026,000.00 E. & C. l5% ...................................... $ 624,000.00 Construction Cost ...................................... $ 4,650,000.00 North Carolina Department of Transportation Preliminary Estimate TIP No. R-4748 A Roundabout Route New Location From Between SR 1660 (Sher Road) And SR 1662 (Wiley Brown Road) Typical Section New Location 2-Lane w/ 4' Paved Shoulder Priced By: Doug Lane Requested Bv: Mulkev F.nQineers Sc ('~nsultantc County: Macon CONSTR.COST $6,500,000 1/23/07 Revised Prices Only R/71 /(1F Item Des Sec No. Description Quantity Unit Price Amount Clearin and Grubbin 9.0 ACR $ 15,000.00 $ 135,000.00 Unclassified Excavation 128,000 CY $ 8.00 $ 1,024,000.00 Fine Gradin 23,700 SY $ 2.00 $ 47,400.00 Draina e 1.41 MI $ 150,000.00 $ 211,500.00 60" RC Pi e Culverts, Class III 1,062 LF $ 140.00 $ 148,680.00 Pi e Removal 1,062 LF $ 14.00 $ 14,868.00 Mason Draina e Structures w / G & F 2 EA $ 3,000.00 $ 6,000.00 New Full De th Pavement 26,430 SY $ 40.00 $ 1,057,200.00 Resurface Pavement 3,200 SY $ 8.00 $ 25,600.00 Sub ade Stabilization 23,940 SY $ 5.00 $ 119,700.00 Pavement Removal 3,150 SY $ 3.00 $ 9,450.00 Pavement Break u 215 SY $ 2.00 $ 430.00 Steel Beam Guardrail 3,275 LF $ 15.00 $ 49,125.00 Sho Curve Steel Beam Guardrail 75 LF $ 25.00 $ 1,875.00 Additional Guardrail Posts 5 EA $ 50.00 $ 250.00 Guardrail Anchor Unit, T e III 4 EA $ 1,300.00 $ 5,200.00 Guardrail Anchor Unit, T e 350 9 EA $ 1,800.00 $ 16,200.00 Guardrail Anchor Unit, T e CAT-1 1 EA $ 600.00 $ 600.00 Concrete Island 600 SY $ 55.00 $ 33,000.00 9" x 18" C&G 200 LF $ 35.00 $ 7,000.00 1' x 6" C&G 250 LF $ 30.00 $ 7,500.00 SP Traffic Control 1 LS $ 25,000.00 $ 25,000.00 Therom and Markers 1.41 Miles $ 20,000.00 $ 28,200.00 SP Erosion Control 10.5 ACR $ 15,000.00 $ 157,500.00 SP Traffic Si als at -64- & -ALTA- (Revised) 1 LS $ 70,000.00 $ 70,000.00 New Structure over Water 360'x 32', ht=21',Curve 90° Skew, Vert. Curve 11,520 SF $ 95.00 $ 1,094,400.00 Utilit Construction Per Utilities Coordination Section 1 LS ~ 9~1,iit)(}.E}f) $ 90,000.00 Misc. & Mob (10% Str & Utilities) 1 LS $ 118,322.00 Misc. & Mob (35% Rd ) I LS $ 1,121,000.00 Lgtn 1.41 Miles Contract Cost .............. ........., .............. ~ 5,625,000.00 E. & C. 15% .............. ........................ $ 875,000.00 Construction Cost .............. ........., .............. $ 6,500,000.00 North Carolina Department of Transportation Preliminary Estimate TIP No. R-4748 B Roundabout County: Route New Location From Between SR 1660 (Sher Road) And SR 1662 (Wiley Brown Road) Typical Section New Location 2-Lane w/ 4' Paved Shoulder and Roundabout Intersection Priced By: Doug Lane 1/23/07 Revised Prices Only Requested Bv: Mulkev Engineers & Consultants 7/12/06 Macon CONSTR. COST $7,900,000 Line Item Des Sec No. Description Quantity Unit Price Amount Clearin and Grubbin 8.0 ACR $ 15,000.00 $ 120,000.00 Unclassified Excavation 333,200 CY $ 6.00 $ 1,999,200.00 Fine Gradin 23,100 SY $ 2.00 $ 46,200.00 Draina e 1.47 MI $ 150,000.00 $ 220,500.00 60" RC Pi e Culverts, Class III 1,062 LF $ 140.00 $ 148,680.00 Pi e Removal 1,062 LF $ 14.00 $ 14,868.00 Mason Draina e Structures w / G & F 2 EA $ 3,000.00 $ 6,000.00 New Full De th Pavement 25,260 SY $ 40.00 $ 1,010,400.00 Resurface Pavement 3,650 SY $ 8.00 $ 29,200.00 Sub ade Stabilization 22,300 SY $ 5.00 $ 111,500.00 Pavement Removal 3,170 SY $ 3.00 $ 9,510.00 Pavement Break u 1,020 SY $ 2.00 $ 2,040.00 Steel Beam Guardrail 3,350 LF $ 15.00 $ 50,250.00 Sho Curve Steel Beam Guardrail 150 LF $ 25.00 $ 3,750.00 Additional Guardrail Posts 5 EA $ 50.00 $ 250.00 Guardrail Anchor Unit, T e III 4 EA $ 1,300.00 $ 5,200.00 Guardrail Anchor Unit, T e 350 13 EA $ 1,800.00 $ 23,400.00 Guardrail Anchor Unit, T e CAT-1 1 EA $ 600.00 $ 600.00 Concrete Island 600 SY $ 55.00 $ 33,000.00 9" x 18" C&G 200 LF $ 35.00 $ 7,000.00 1' x 6" C&G 250 LF $ 30.00 $ 7,500.00 SP Traffic Control 1 LS $ 25,000.00 $ 25,000.00 Thermo and Markers 1.47 Miles $ 20,000.00 $ 29,400.00 SP Erosion Control 15.5 ACR $ 15,000.00 $ 232,500.00 SP Traffic Si als at -64- & -ALTA- (Revised) 1 LS $ 70,000.00 $ 70,000.00 New Structure over Water 345' x 32', ht = 49', Tan ent 90° Skew, Vert. C 11,040 SF $ 90.00 $ 993,600.00 Utilit Construction Per Utilities Coordination Section 1 LS ~ ~O,~Ot).JEI $ 80,000.00 Misc. & Mob (10% Str & Utilities) 1 LS $ 107,452.00 Misc. & Mob (35% Rd ) 1 LS $ 1,472,000.00 Lgth 1.47 Miles Contract Cost .............. ........................ $ 6,859,000.00 E. & C. 15% .............. ........................ $ 1,041,000.00 Construction Cost .............. ........................ $ 7,900,000.00 North Carolina Department of Transportation Preliminary Estimate TIP No. R-4748 C Roundabout County: Route New Location From Between SR 1660 (Siler Road) And SR 1662 (Wiley Brown Road) Typical Section New Location 2-Lane w/ 4' Paved Shoulder and Roundabout Intersection Priced By: Doug Lane 1/23/07 Revised Prices Only Requested Bv: Mulkev Eneineers & Consultants 7/12/06 Macon CONSTR.COST $7,400,000 me Item Des Sec No. Description Quantity Unit Price Amount Clearin and Grubbin 3.5 ACR $ 25,000.00 $ 87,500.00 Unclassified Excavation 215,000 CY $ 7.00 $ 1,505,000.00 Fine Gradin 26,750 SY $ 2.00 $ 53,500.00 Draina e 1.43 MI $ 150,000.00 $ 214,500.00 60" RC Pi e Culverts, Class III 1,062 LF $ 140.00 $ 148,680.00 Pi e Removal 1,062 LF $ 14.00 $ 14,868.00 Mason Draina eStructures w / G & F 2 EA $ 3,000.00 $ 6,000.00 New Full De th Pavement 25,600 SY $ 40.00 $ 1,024,000.00 Resurface Pavement 4,125 SY $ 8.00 $ 33,000.00 Sub rade Stabilization 27,230 SY $ 5.00 $ 136,150.00 Pavement Removal 6,900 SY $ 4.00 $ 27,600.00 Pavement Break u 940 SY $ 3.00 $ 2,820.00 Steel Beam Guardrail 2,850 LF $ 15.00 $ 42,750'.00 Sho Curve Steel Beam Guardrail 75 LF $ 25.00 $ 1,875.00 Additional Guardrail Posts 5 EA $ 50.00 $ 250.00 Guardrail Anchor Unit, T e III 4 EA $ 1,300.00 $ 5,200.00 Guardrail Anchor Unit, T e 350 11 EA $ 1,800.00 $ 19,800.00 Guardrail Anchor Unit, T e CAT-1 1 EA $ 600.00 $ 600.00 Concrete Island 600 SY $ 55.00 $ 33,000.00 9" x 18" C&G 200 LF $ 35.00 $ 7,000.00 1' x 6" C&G 250 LF $ 30.00 $ 7,500.00 Greenwa Trail Relocation 10' W x 470' L BS 4,700 SF $ 5.00 $ 23,500.00 SP Traffic Control 1 LS $ 25,000.00 $ 25,000.00 Therom and Markers 1.43 Miles $ 20,000.00 $ 28,600.00 SP Erosion Control 13.0 ACR $ 15,000.00 $ 195,000.00 SP Traffic Si als at -64- & -ALTA- Revised 1 LS $ 70,000.00 $ 70,000.00 New Structure over Water 380' x 32', ht = 55', Tan ent 90° Skew, Vert. C 12,160 SF $ 90.00 $ 1,094,400.00 Utilit Constructiou Per Utilities Coordination Section 1 LS ~ '1 !;C~,~)(:~~.~}0 $ 160,000.00 Misc. & Mob 10% Str & Utilities 1 LS $ 124,907.00 Misc. & Mob (35% Rd ) 1 LS $ 1,300,000.00 Lgth 1.43 Miles Contract Cost .............. ........................ $ 6,393,000.00 E. & C. 15% .............. ........................ $ 1,007,000.00 Construction Cost .............. ........................ $ 7,400,000.00